Analysis of an improved Nishihara creep model considering plastic strain accumulation
Rock-engineering structures, particularly subway excavation rock-engineering structures, are subjected to the long-term effects of external loading that may gradually damage and cause creep and severe plastic deformations or even progressive failure. The traditional Nishihara creep model cannot accu...
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| Format: | Artigo |
| Sprache: | Inglês |
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Frontiers Media S.A.
2023-06-01
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| Schriftenreihe: | Frontiers in Materials |
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| Online-Zugang: | https://www.frontiersin.org/articles/10.3389/fmats.2023.1163934/full |
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